Analytical investigation of a light weight tall structure considering lateral load resisting system using analytical tool ETABS

Authors

  • Amit Kumar P. G. Scholar, Department of ivil Engineering, RNTU, Bhopal, Madhya Pradesh, India Author
  • Rachana M Bajaj Assistant Professor, Department of ivil Engineering, RNTU, Bhopal, Madhya Pradesh, India Author
  • Kapil Soni Assistant Professor & H.O.D, Department of ivil Engineering, RNTU, Bhopal, Madhya Pradesh, India Author

Keywords:

ETABS, Structural Analysis, Forces, Cost Analysis, Lateral Forces, Displacement

Abstract

Strong structures are slanted to quake in view of mass of the structures. fundamental usage of assistant lightweight concrete (SLWC) is to diminish the dead pile of a strong structure, which empowers the essential fashioner to lessen the range of the fundamental people like column, fragment, and footings which brings about abatement of seismic quake powers on the structure. This assessment is an undertaking to envision the seismic response of a ten-celebrated invigorated strong packaging with the usage of lightweight concrete. A particularly arranged ten story point of reference is taken for study. The structure is exhibited with ETABS programming, and assessment is finished with average weight and lightweight concrete. 
The basic justification of our examination is to apportion a light weight concrete in a tall structure, where we can check its positive and negative effect on the quality of the structure. In like manner to legitimize the assistant cost decline due to utilization of light weight material.
              

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References

A. K?l?ç, C. D. Atis¸, E. Yas¸ar, and F. Ozcan, “High strength ¨ lightweight concrete made with scoria aggregate containing mineral admixtures,” Cement and Concrete Research, vol. 33, no. 3, pp. 1595–1599, 2003.

ACI 211.2-98, “Standard practice for selecting proportions for structural lightweight concrete,” 1998.

A. Kan and R. Demirboga, “A novel material for lightweight concrete production,” Cement and Concrete Composites, vol. 31, no. 7, pp. 489–495, 2009.

Available Design Codes in STAAD Pro, pp. 1–14, Bentley Communities publisher, 2015.

ACI 318–14, Building Code Requirements for Reinforced Concrete, vol. 552, American Concrete Institute, IHS, 2014.

H. J. Shah, Design Example of a Six Storey Building. A Report by IIT Kharagpur—A Case Study.

ASTM C 567, “Standard test method for determining density of structural lightweight concrete,” 2014.

ACI Committe-213, Guide for Structural LightweightAggregate Concrete, pp. 1–38, American Concrete Institute, Farmington Hills, MI, USA, 2003

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Published

15-08-2020

Issue

Section

Research Articles

How to Cite

Kumar, A., Bajaj, R. M., & Soni, K. (2020). Analytical investigation of a light weight tall structure considering lateral load resisting system using analytical tool ETABS . International Journal of Scientific Research in Civil Engineering, 4(4), 85-90. https://ijsrce.com/index.php/home/article/view/IJSRCE204414

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